Excavation Safety BCSP ASP CHST STSC STS

We review Excavation Safety BCSP ASP CHST STSC STS Examinations
Slide 15 C soil 1.5H:1V 34 degrees C = gravel, sandy, noncohesive, least stable,
It was a reversed on the video for type C soil.

[@mianwaqas7755]

Very informative video, I attended the session however came again to rewatch this video. Waiting for next session… huge respect for you Sir..

[@johnanewquist]

Thank you.

[@OBSChuy]

Great information! Thank you.

[@mustafaazeem1761]

It's very informative and thank you so much for doing such a great job❤

[@johnanewquist]

Thank You

[@TheAfsar81]

John, Question.
As per one of your question in video, slope classification is B, target depth is 8 ft, okay so slope would be wide open till top it would be 20 ft if its 4 ft wide. Do the excavation from the ground would start from 20 ft wide or first go to 8 ft down then make a slope with an angle of 45° and in the end it would be 20 ft wide.

[@user-do9my1ez9p]

thanks john love you

[@RakeshSingh-xe6vy]

Hi John, please check the soil c type sloping ratio....OSHA says it should be 1.5H :1V ..8mins and 34seconds into the video

[@johnanewquist]

Yes. That should be 1.5H to 1V

[@odonghoneybagder726]

Thank you Sir ...